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臺灣學術機構典藏系統 (Taiwan Academic Institutional Repository, TAIR)
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Institution Date Title Author
國立臺灣科技大學 2015 Lessons learned in design of an excavation with the installation of buttress walls Hsieh, P.-G.;Ou, C.-Y.;Lin, Y.-K.;Lu, F.-C.
國立臺灣科技大學 2015 A study of the efficiency of excavations with the installation of buttress walls in reducing the wall deflection Hsieh, P.-G;Hsieh, W.-H;Ou, C.-Y;Chien, S.-C.
國立臺灣科技大學 2014 Measurements and numerical simulations of inherent stiffness anisotropy in soft Taipei Clay Teng, F.-C.;Ou, C.-Y.;Hsieh, P.-G.
國立臺灣科技大學 2013 Application of electroosmotic chemical treatment to improve soft clay in practice Chien, S.-C.;Ou, C.-Y.;Hsieh, P.-G.
國立臺灣科技大學 2013 A parametric study of wall deflections in deep excavations with the installation of cross walls Ou, C.-Y.;Hsieh, P.-G.;Lin, Y.-L.
國立臺灣科技大學 2013 Three-dimensional numerical analysis of deep excavations with cross walls Hsieh, P.-G.;Ou, C.-Y.;Lin, Y.-L.
國立臺灣科技大學 2012 A simplified plane strain analysis of lateral wall deflection for excavations with cross walls Hsieh, P.-G.;Ou, C.-Y.;Shih, C.
國立臺灣科技大學 2011 ANALYSIS OF NONLINEAR STRESS AND STRAIN IN CLAY UNDER THE UNDRAINED CONDITION Hsieh, P.G.;Ou, C.Y.
國立臺灣科技大學 2011 A simplified method for predicting ground settlement profiles induced by excavation in soft clay Ou, C.Y.;Hsieh, P.G.
國立臺灣科技大學 2011 Performance of Excavations with Cross Walls Ou, C.Y.;Hsieh, P.G.;Lin, Y.L.
國立臺灣科技大學 2010 Three-dimensional numerical analysis and performance of deep excavation with cross walls and buttress walls Hsieh P.-G.; Lin Y.-L.; Ou C.-Y.
國立臺灣科技大學 2010 Evaluation of clay constitutive models for analysis of deep excavation under undrained conditions Lim A.; Ou C.-Y.; Hsieh P.-G.
國立臺灣科技大學 2010 Performance of excavations with cross walls Ou C.-Y.; Hsieh P.-G.; Lin Y.-L.
國立臺灣科技大學 2008 Basal heawe analysis of excawations with consideration of anisotropic undrained strength of clay Hsieh, P.-G.;Ou, C.-Y.;Liu, H.-T.
國立臺灣科技大學 2005 Simulation of stress-strain curve under undrained condition with small strain stiffness of clay considered Hsieh P.G.; Kung T.C.; Ou C.Y.

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